Strain Localization in Sand: Plane Strain versus Triaxial Compression

By K. Alshibli, S. Batiste, Stein Sture. 2003

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A novel three-dimensional contact model for granulates incorporating rolling and twisting resistances (2015, result): “These observations are consistent with previous experimental results [55–57], confirming that the new contact model can adequately capture the mechanical behavior of sands in a quasi-static situation.”
Experimental assessment of 3D particle-to-particle interaction within sheared sand using synchrotron microtomography (2010, methodology): “Experimental measurements concerning shear banding have been commonly performed under PS loading conditions (e.g. Finno et al., 1997; Oda et al., 1997; Alshibli et al., 2003) and ATC (e.”